The Project for Strengthening the Capacity of Seismic...

Mongolia The Project for Strengthening the Capacity

of Seismic Disaster Risk Management in Ulaanbaatar City

Final Report

Volume-4 Databook

October 2013

Asian Disaster Reduction Center, Urban Disaster Research Institute Tokyo Electric Power Services Co., Ltd.

Government of Ulaanbaatar City,

Japan International Cooperation Agency (JICA)

Emergency Management Department of the Capital City

Mongolia The Project for Strengthening the Capacity of Seismic Disaster

Risk Management in Ulaanbaatar City

Volume Title Language

1 Summary Mongolian English Japanese

2 Main Report Mongolian English Japanese

3 Supporting Report Mongolian English

4 Databook Mongolian English

Exchange Rate Tugrug (Tg.) 1 = 0.068 Yen US$1 = 98.07 Yen US$1 = 1,442 Tg.

( as of July 2013)

The Project for Strengthening the Capacity of Seismic Disaster Risk Management in UB City Final Report, Volume-4 Databook

i

Mongolia The Project for Strengthening the Capacity of Seismic Disaster

Risk Management in Ulaanbaatar City

Final Report Volume-4 Databook

Abbreviations

ADB Asian Development Bank ADRC Asian Disaster Reduction Center ALACGaC Agency of Land Affairs, Construction, Geodecy and Cartography

ASTER Advanced Spaceborne Thermal Emission and Reflection Radiometer, Global Digital Elevation Model

CA Capacity Assessment CBS Cellphone Broadcast System CP Counterpart DF/R Draft Final Report EMDC The Emergency Management Department of the Capital City EOST la Ecole et Observatoire des Sciences de la Terre F/R Final Report GDP Gross Domestic Product GIS Geographic Information System GTZ Deutsche Gesellschaft fur Technische Zusammenarbeit HFA Hyogo Framework for Action HRW Human Rights Watch IC/R Inception Report ISC International Seismological Centre JCC Joint Coordination Committee JICA Japan International Cooperation Agency M Japan Meteorological Agency (JMA) magnitudes Ml Richter magnitudes Ms Surface magnitudes Mw Moment magnitudes M/M Minutes of Meetings MHFC Mongolian Housing Finance Corporation MRTCUD Ministry of Roads, Transport, Construction and Urban Development MSK Medvedev-Sponheuer-Karnik intensity scale MUST Mongolian University of Science and Technology NEMA National Emergency Management Agency NGIC Mongolian National Geo-information Center NGO Non-Governmental Organization PGA Peak Ground Acceleration PR/R Progress Report R/D Record of Discussions RC Reinforced Concrete RCAG Research Center of Astronomy and Geophysics of Mongolian Academy of Sciences

ii

SC Steering Committee UB Ulaanbaatar

UBMPS The Study on City Master Plan and Urban Development Program of Ulaanbaatar City

UN United Nations UNDP United Nations Development Programme UNESCAP United Nations Economic and Social Commission for Asia and the Pacific UN-HABITAT United Nations Human Settlements Programme USD United States Dollar USGS United States Geological Survey WB World Bank WG Working Group WMO World Meteorological Organization

iii

Table of Contents

Chapter 1 Result of Ground Survey ..................................................................................................... 1-1

1.1 Information of Survey Points ..................................................................................................... 1-1

1.2 Survey Method ........................................................................................................................... 1-2

1.3 Survey Data ................................................................................................................................ 1-3

1.3.1 Summary of boring survey results ....................................................................................... 1-3

1.3.2 Boring Logging ................................................................................................................... 1-4

1.3.3 Grain Size Test .................................................................................................................. 1-14

1.3.4 PS Logging ........................................................................................................................ 1-30

1.3.5 Surface Wave Exploration ................................................................................................. 1-41

1.3.6 Microtremor Measurement .............................................................................................. 1-141

Chapter 2 Implementation Process and Results of Seismic Hazard Assessment and Seismic Risk Assessment ........................................................................................................................................... 2-1

2.1 Information of selected bridges for static and dynamic analysis ................................................ 2-1

2.1.1 Survey of Existing Structure ............................................................................................... 2-1

2.2 Inventory of Transportation and Lifeline Structures .................................................................. 2-6

2.3 Model of Bridge Pier ................................................................................................................ 2-23

Chapter 3 Disaster Awareness Survey .................................................................................................. 3-1

3.1 Questionnaire of Disaster Awareness of Ulaanbaatar City Citizens – Ger Area ........................ 3-1

3.1.1 Questionnaire of Disaster Awareness of Ulaanbaatar City Citizens – Ger Area ................. 3-1

3.1.2 Questionnaire of Disaster Awareness of Ulaanbaatar City Citizens- Apartment Area ........ 3-6

3.2 Result of Survey ....................................................................................................................... 3-12

Chapter 4 Minutes of Meeting .............................................................................................................. 4-1

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Chapter 1

Result of G

round Survey 1.1

Information of Survey Points

R

ef: JICA Project Team

1-2

1.2 Survey Method

Items Method, Standard Used Instruments Remarks

Boring Rotary method UGB-1VS type with 4500 powers. The diameter of casing is 146～168 mm and the boring is 89 mm.

SPT JIS-A-1219:2001 63.5±0.5kg drive hammer

Soil Test JIS-A-1204 Sieve, buoy

PS Logging JGS-1122-2003

Seismographs: Recording machine made by Kawasaki Geological Engineering 1 set 6ch

Record length: 55 sec

Borehole receiver: BHP Model-3315 , 3 components (28Hz) , geophone type

Sampling rate : 0.25msec

Surface receiver: Geophones 3 components (28Hz)

Source: Hammer

Surface Wave Exploration

Seismograph: Strataview, 1 set 60ch

Record length: 16sec (vibrator; 1sec listening) , 1sec (hammer)

Receiver: Geophone L-22D , 12 units Sampling rate: 1msec

Source: Electromagnetic Vibrator (0.5 kN) & Hammer

Microtremor Measurement

Seismographs: KTX-316BT

Record length : 40 minutes (In some cases additional 20 minutes)

Geophones: L-4C , 3 components Sampling rate: 1msec

Ref: JICA Project Team

1-3

1.3 Survey Data 1.3.1 Summary of boring survey results

Ref: JICA Project Team

No. Depth (GL- m) Main soil N value Groundwater level

(GL- m)

UB_BO_01

0.0-0.2 Topsoil －

6.0 0.2-16.5 Gravel with sand and cobble 32

16.5-30.0 Gravel with sand, cobble and clay 50

UB_BO_02

0.0-0.2 Topsoil －

4.7 0.2-4.0 Poorly graded gravel with clay, sand and cobble 34

4.0-30.0 Sandy gravel with clay and cobble. Within depth 15.4-16.5m, gravel with clay. 50

UB_BO_03

0.0-0.2 Topsoil －

8.0

0.2-7.0 Poorly graded gravel with clay, sand and cobble 38

7.0-13.1 Mainly of poorly graded gravel, bedded clay, sand and cobble 35

13.1-16.0 Mainly of gravel, bedded sand and cobble 38

16.0-30.0 Poorly graded gravel with clay, sand and cobble 50

UB_BO_04

0.0-1.6 Topsoil, clayey gravel 24

3.2 1.6-9.5 Poorly graded gravel with clay, sand and cobble 48

9.5-24.5 Mainly composed of gravel, bedded sand and cobble 50

24.5-30.0 Clayey sand with gravel 50

NH_01

0.0-0.5 Topsoil －

0.0 0.5-8.4 Clayey sand with gravel 29

8.4-30 Lean clay, include thins bed of sandy clay 49

NH_02 0.0-0.2 Topsoil －

2.8 0.2-30 Sandy clay, lean clay. From depth 5.2m is permafrost. 41

BI_01

0.0-0.4 Topsoil －

14.5 0.4-5.2 Sand with gravel 21

5.2-30.0 Clayey gravel with sand 36

BI_03

0.0-0.4 Topsoil -

21.1 0.4～5.0 Sand and clay 32

5.0～30.0 Clay with sand and gravel 41

BR_01

0.0-0.3 Topsoil －

11.2 0.3-18.0 Clayey sand with gravel 34

18.0-30.0 Sandy lean clay with gravel 44

BR_02

0.0-1.1 Topsoil 24

3.5 1.1-9.8 Sand with clay and gravel 33

9.8-17.2 Clayey sand with gravel 44

17.2-30 Sandy clay with gravel 47

1-4

1.3.2 Boring Logging

1-5

1-6

1-7

1-8

1-9

1-10

1-11

1-12

1-13

1-14

1.3.3 Grain Size Test (1) Grain Size Test Datasheet

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(2) Grain Size A

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1-30

1.3.4 PS Logging (1) PS Logging

1-31

1-32

1-33

1-34

1-35

1-36

1-37

1-38

1-39

1-40

(2) Summary of S Wave Velocity

No. Depth (GL- m)

S wave velocity (m/s） Main soil Mean

N value

UB_BO_01 0.0-13.0 439 Sand and cobble mixed gravel 29

13.0-25.0 841 Gravel with sand, cobble and clay 49

UB_BO_02 0.0-5.0 318 Clay, sand and cobble-mixed gravel 39

5.0-15.0 492 Sandy gravel 50

UB_BO_03

0.0-4.0 155 Clay, sand and cobble-mixed gravel 39

7.0-13.0 555 Sand and cobble-mixed gravel 35

UB_BO_04

12.0-28.0 775 Gravel-mixed clayey sand 50

NH_01

10.0-16.0 208 Clay 47

16.0-20.0 931 Clay 48

NH_02

0.0-6.0 287 Sandy clay 22

6.0-22.0 323 Sandy clay 44

22.0-30.0 565 Sandy clay 46

BI_01

0.0-4.0 471 Gravel-mixed sand 19

4.0-14.0 442 Sand-mixed clayey gravel 36

14.0-30.0 522 Sand-mixed clayey gravel 37

BI_03 0.0-12.0 259 Sand and clay 34

12.0-30.0 418 Sand and gravel-mixed clay 41

BR_01

0.0-7.0 392 Clayey sand 24

7.0-18.0 419 Clayey sand 39

18.0-30.0 436 Gravel-mixed sandy clay 43

BR_02

0.0-10.0 250 Clay and gravel-mixed sand 34

10.0-17.0 284 Clay and gravel-mixed sand 37

17.0-30.0 445 Sandy clay 42

1-41

1.3.5 Surface Wave Exploration (1) Wave Form Record

1-42

1-43

1-44

1-45

1-46

1-47

1-48

1-49

1-50

1-51

1-52

1-53

1-54

1-55

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1-64

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1-80

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1-84

1-85

1-86

1-87

1-88

1-89

1-90

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(2) Velocity Model

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